Study on Grouting Comprehensive Technical of Karst Tunnel with Water-Rich and High-Pressure

Yu Lin Zou

doi:10.4028/www.scientific.net/AMM.488-489.786

Paper Titles

Contribution of Arbuscular Mycorrhizal Inoculation to the Growth and Photosynthesis of Mulberry in Karst Rocky Desertification Area
p.769

Experimental Study of Bond Stress between Concrete and FRP Rebars
p.774

Study on Automatic Monitoring Technology of Tunnel Crossing Coal Bed and Gas
p.778

Study on Blasting Technology and Control Measures of Shallow Tunnel
p.782

Study on Grouting Comprehensive Technical of Karst Tunnel with Water-Rich and High-Pressure
p.786

Static Strength of RHS T-Joints with Reinforced Chord under In-Plane Bending Load
p.790

Cationization and Application of Polysaccharide as High Inhibitive Drilling Fluid Additive
p.795

A Coupled Elastic-Plastic Damage Model for Rock Material
p.799

Investigation and Development on Phase Change Energy Storage in Adjustment and Control of Building Indoor Temperature
p.803

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 488-489Study on Grouting Comprehensive Technical of Karst...

Study on Grouting Comprehensive Technical of Karst Tunnel with Water-Rich and High-Pressure

Abstract:

Based on a tunnel in western China as a project, with high water pressure, water-rich, karst features and other projects, launched grouting water research, the cement-silicate slurry mixing method for determining the mixing ratio to ensure the effectiveness and construction safety grouting key factors, as well as the specific implementation grouting effect evaluation method has important theoretical and practical value for the design and construction of similar tunnels provide a reference.